Loading...
HomeMy WebLinkAboutS001.0Designed For: Patel Residence H. G. McCULLOUGH DESIGNERS, INC - 2146 Glenview Drive, Evansville, IN 47720 - Email: designers@hgmccullough.com - Telephone: 812 . 428 . 0174 - www.hgmccullough.comDate: 08-31-18 Plan number #17010 4 CONSTRUCTION DRAWINGS BY: GARY NANCE DESIGN Architectural Concepts By Make yourself at home 4631 Lisborn Drive Carmel, IN 46033 317.663.4793 P gnance@garynancedesign.com garynancedesign.com These design concepts are the property of Gary Nance Design and may not be used without approval from Gary Nance Design 312"X312"X14" STL. COLUMN w/34"x12"x12" BASE PL. w/ (4) 34" HEADEDANCHOR ASTM A325 F1554 GRADE 36FTG. SIZEN0. REINFORCEMENTINTERIOR COLUMNFOOTING SCHEDULE1'-0"* HVAC CONTRACTOR TO PROVIDE CONTINUOUSLY OPERATED MECHANICAL VENTILATION AT A RATE OF 1.0 CFM FOR EACH 50 SQ.FT. OF CRAWL SPACE* VERIFY MECHANICAL ACCESSES THROUGH FOUNDATION WALL W/ CONTRACTOR & MECHANICAL CONTRACTORA 54"X54"X12" (5)#4's E.W.B 48"X48"X12" (4)#4's E.W.C 42"X42"X12" (4)#4's E.W.D 36"X36"X12" (3)#4's E.W.E 30"X30"X12" (3)#4's E.W.TYPICAL FOOTINGREINFORCINGTIMES STEPTWOSTEP (SEE PLAN)POUREDCONCRETE WALLBASED ON A SAFE ALLOWABLE BEARINGPRESSURE OF 2000 psf ( TO BE FIELD VERIFIED )SEE SCHEDULED FORSIZE & REINFORCEMENT3" CLEAR3" CLEAR3" CLEAR 1'-0"1. FOUNDATION DETAIL LEGENDINTERIOR COLUMN FOOTING DETAILTYPICAL DETAILINTERIOR COLUMN FOOTING2. FOOTING STEP MASONRY PRECAST WALL DETAIL3. FOUNDATION WALL MAT'L.CONC. BLK. WALLSPOURED CONC. WALLS4. GENERAL NOTES* ALL MASONRY LEDGES TO BE 512" (UNLESS OTHERWISE NOTED)3" CLEARSEE SCHEDULED FORSIZE & REINFORCEMENT3" CLEAR4 PLY BLOCKING ANCHOREDTO FOUNDATION w/ 12" X 8" ANCHORBOLTS DRILLED & EPOXY 48" o.c.01-FOUNDATION FLOOR PLANPOINT LOADFROM ABOVEPOINT LOADFROM ABOVEUNEXCAVATED- 4" MIN. CONCRETE SLAB- GRAVEL FILLUNEXCAVATED- 4" MIN. CONCRETE SLAB- GRAVEL FILLUNEXCAVATED- 4" MIN. CONCRETE SLAB- GRAVEL FILL - GRAVEL FILL312x312x14"STL. COL.5x5x14"STL. COL.5x5x14"STL. COL.5x5x14"STL. COL. W10x30# STL. BEAM W10x26# STL. BEAM W10x30# STL. BEAM W10x15# STL. BEAM312x312x14"STL. COL. W16x89# STL. BEAM5x5x14"STL. COL.312x312x14"STL. COL.5x5x14"STL. COL. W14x48# STL. BEAM W10x15# STL. BEAM W14x48# STL. BEAM W12x35# STL. BEAM POINT LOADFROM ABOVE5x14" ROUNDSTL. COL.5x14" ROUNDSTL. COL.312x312x14"STL. COL.20"x8" CONCRETEFOOTING12" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE12" POURED CONCRETE10" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE10" POURED CONCRETE 10" POURED CONCRETE12" POURED CONCRETE12" POURED CONCRETE10" POURED CONCRETE6" CONC. BLK.6" CONC. BLK.18"x8" THK. CONC. FTGW/(3)#4 BARS CONT.12"x12"x12" DEEPSUMP PIT BOX w/GRATE AS PER PVCVERIFY AT SITEDFTG.DETAIL11BFTG.DETAILFTG.DETAIL1DFTG.DETAIL1EBEAMPKT.FTG.DETAIL1EFTG.DETAIL1EFTG.DETAIL1E1C1DBEAMPKT.FTG.DETAILFTG.DETAIL312x312x14"STL. COL.11EE5x5x14"STL. COL.FTG.DETAILFTG.DETAIL1EFTG.DETAIL1EFTG.DETAILBEAMPKT.1BFTG.DETAILBEAMPKT.15'-334"14'-314" M.O. 14'-3"4'-014" 5'-10"20'-11"9'-612"3'-11516"5'-712"11'-4316"12'-412"9'-7"17'-514"6'-2"2'-234"19'-91116"4'-01316"R9'-61116" R 4 ' - 2 31 6 "15'-234"10'-734"8'-434"814"10'-634"22'-712"22'-0716"6'-11316"6'-258"15'-1"24'-734"19'-114"8'-434"16'-714"10'-5"15'-714"63'-31116"18'-8116"8'-1316"4'-1916"5'-4916"4'-2716"1134"11'-512" 9'-2116"3'-578"4'-81516"4'-4716" 712" 7'-3"15'-612" 2'-012"4'-312"6'-514"334"15'-612"834"4'-1116"17'-058"4'-414"7316"23'-2716"16'-478"17'-7716"17'-518"24'-11"2'-0"7'-8316"5'-1134"8'-512"20'-5"14'-9316"7'-11116"5'-0"7'-812"5'-1134"8'-512"5'-1134"5'-514"1'-81316"3'-6716"17'-7716"6'-111316" 2'-078"812"3'-9"5'-1916"2'-5716"3'-0"12'-012"3'-3"1'-4116"4'-118"M.O.M.O.45°20'-518"9'-312"7'-312"16'-478"7'-7"9'-3"2'-3"9'-3"2'-3"9'-3"3'-0" 48'-8" 11'-212"2'-212"9'-3"2'-3"9'-3"2'-3"9'-3"3'-0" 48'-8"45°M.O.M.O. M.O.M.O.M.O.26'-3"37'-9"26'-3"3'-8"13'-10"5'-4"4'-212"5'-4"20'-11"8'-612"20'-8"8'-612"734"19'-412"734"734"8'-10" 23'-1" 52'-8"38'-3" 36'-634"1'-814"7'-9"8"20'-51116"1'-101316"2'-314"2'-9516"3'-1316"16'-41516"3'-3916"2'-314"1'-714"91516"3'-212"3'-2 1 2" 3' - 2 1 2" 3'- 911 16" 8'-0"10'-058"20"x8" CONCRETEFOOTING20"x8" CONCRETEFOOTING1'-038"8'-512"5'-11116"20'-5"10" POURED CONCRETE UNEXCAVATED- 4" MIN. CONCRETE SLAB- GRAVEL FILL4"5'-558"4'-414"16'-7116"7'-034"3'-1158"5'-558"938"10716"5'-558"7'-81316"10716"- 4" MIN. CONCRETE SLAB- GRAVEL FILL10" POURED CONCRETE10" POURED CONCRETE14'-1134"4'-2716"14'-7116"2916"20'-1058"6'-312"13'-538"5'-012"3'-712"13'-1018"7'-958"11'-1078"1'-078"4'-134"15°R4'-31116"5 78" 4'-1134"6'-0916"UNEXCAVATEDUNEXCAVATED 11'-878"- 4" MIN. CONCRETE SLAB - GRAVEL FILL 2'-111116"3'-878"R8'-71516"6'-1158"1'-11"6'-034"1'-6"3'-11"12'-10"3'-11"5'-81116"1'-4116"BEAMPKT.12" POURED CONCRETE16" POURED CONCRETE10" POURED CONCRETE5x5x14"STL. COL.314"3'-134"8'-1034"314"BEAMPKT.6'-6"10" POURED CONCRETE10" POURED CONCRETE4"8'-958" 11'-41116" 1'-1178"12'-1034"6'-11"R9'-334"312x312x14"STL. COL.312x3 12x 14"STL. COL.312x3 12x14"STL. COL.811828283883499469595987 89 98FOUNDATIONDETAIL1-AFOUNDATIONDETAILFD11-AFOUNDATIONDETAIL1-AFOUNDATIONDETAILFD21-AFOUNDATIONDETAIL1-AFOUNDATIONDETAILFD41-AFOUNDATIONDETAIL1-AFOUNDATIONDETAILFD31-A312x312x14"STL. COL.312x312x14"STL. COL.5x5x14"STL. COL.5x5x14"STL. COL.5x5x14"STL. COL.20"x10" CONCRETEFOOTING @ 2500 PSI18"x8" CONCRETEFOOTING @ 2500 PSI18"x8" CONCRETEFOOTING @ 2500 PSI20"x10" CONCRETEFOOTING @ 2500 PSI20"x10" CONCRETEFOOTING @ 2500 PSI20"x10" CONCRETEFOOTING @ 2500 PSI20"x10" CONCRETEFOOTING @ 2500 PSIFOUNDATIONDETAIL1-AFOUNDATIONDETAILFD71-AFOUNDATIONDETAIL1-AFOUNDATIONDETAILFD61-AFOUNDATIONDETAIL1-AFOUNDATIONDETAILFD61-AFOUNDATIONDETAIL1-AFOUNDATIONDETAILFD51-AFOUNDATIONDETAIL1-AFOUNDATIONDETAILFD81-AFOUNDATIONDETAIL1-AFOUNDATIONDETAILFD81-A01SCALE: 3/16"=1'-0"FOUNDATION PLANSHEET NUMBER